BadgerPE
Structural
- Jan 27, 2010
- 500
I have a contractor that wants to drive construction equipment and supply trucks (i.e. concrete trucks, dump trucks, etc.) over an existing precast tunnel. The 20' planks were specified to be designed in accordance with HS-20 requirements. I can't find any information if the HS-20 loading is appropriate for this situation. I know it is a popular bridge designation, so I think it would be. However, a few google searches have shown that some of the trucks may exceed the 32k rear axle load requirement. How is this typically handled on a bridge project? It seems that any bridge would be required to be designed for HS-20 would also be subject to heavy concrete/dump truck loads as well.